DEVELOPMENT OF A PROPER LOAD PATTERN FOR NONLINEAR STATIC ANALYSIS OF COMPOSITE GIRDER BRIDGES UNDER BLAST

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

HABIBI A.R.; SAHABI E.

Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: Advanced Defense Science and Technology Year:2016 | Volume:6 | Issue:4 Page(s): 235-244

Download Full-Text

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

View:

930

Download:

Cites:

Information Journal Paper

Title

DEVELOPMENT OF A PROPER LOAD PATTERN FOR NONLINEAR STATIC ANALYSIS OF COMPOSITE GIRDER BRIDGES UNDER BLAST

Author(s)

HABIBI A.R. | SAHABI E. | Issue Writer Certificate

Keywords

BRIDGEQ2

BLASTQ2

LOAD PATTERNQ2

NONLINEAR STATIC ANALYSISQ2

LOAD FACTORQ2

Abstract

BRIDGEs are important structures in a transportation system which may be one of the targets of terrorist attacks. Given the complexity of BRIDGEs against the BLAST, the purpose of this research is determining a suitable equivalent static LOAD PATTERN for nonlinear analysis of composite steel deck BRIDGEs under the load of the BLAST. For this purpose, at first, the simulation of BLAST and modeling of BRIDGEs with composite decks have been performed and the accuracy of the proposed modeling method is evaluated. Then several samples of BRIDGEs with the composite deck under the load of the BLAST have been modeled with different intensities and nonlinear dynamic analysis is carried out on them. By proposing a suitable LOAD PATTERN and after the NONLINEAR STATIC ANALYSIS on all samples using displacement control, the equivalent static LOAD FACTOR to correct the desired pattern in each sample is calculated. Based on the results of the nonlinear analysis of the samples, a correlation for the equivalent static LOAD FACTOR is extracted and evaluated.

Cites

No record.

References

No record.

Cite

APA: Copy

HABIBI, A.R., & SAHABI, E.. (2016). DEVELOPMENT OF A PROPER LOAD PATTERN FOR NONLINEAR STATIC ANALYSIS OF COMPOSITE GIRDER BRIDGES UNDER BLAST. (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY, 6(4), 235-244. SID. https://sid.ir/paper/167375/en

Vancouver: Copy

HABIBI A.R., SAHABI E.. DEVELOPMENT OF A PROPER LOAD PATTERN FOR NONLINEAR STATIC ANALYSIS OF COMPOSITE GIRDER BRIDGES UNDER BLAST. (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY[Internet]. 2016;6(4):235-244. Available from: https://sid.ir/paper/167375/en

IEEE: Copy

A.R. HABIBI, and E. SAHABI, “DEVELOPMENT OF A PROPER LOAD PATTERN FOR NONLINEAR STATIC ANALYSIS OF COMPOSITE GIRDER BRIDGES UNDER BLAST,” (JOURNAL OF ADVANCED DEFENCE SCIENCE AND TECHNOLOGY) JOURNAL OF PASSIVE DEFENCE SCIENCE AND TECHNOLOGY, vol. 6, no. 4, pp. 235–244, 2016, [Online]. Available: https://sid.ir/paper/167375/en

Related Journal Papers